initial prestress造句
例句与造句
- The difference of initial prestress and force in the members between experiment results and numerical results is small
试验模型的初始预应力分布的试验结果和理论值之间吻合程度良好。 - Dong shi - lin , yuan xing - fei . a quick calculation method for initial prestress distribution of geiger domes j . spatial structures , 2003 , 9 ( 2 ) : 38 , 19
董石麟，袁行飞肋环型索穹顶初始预应力分布的快速计算法j空间结构， 2003 ， 9 （ 2 ） ： 3819 - The dynamic properties of the tensegrity that is combined by some modes is investigated in the effect of initial prestress and external force , some results are got
本文研究了张拉整体单元几种组合方式下组成的张拉整体结构在初始预应力以及外力作用下不同的动力特性。 - The model experiment shows that the construction techniques of moving outer diagonal cable are effective . the experiment model of sunflower - patterned cable dome is designed . the static behavior and initial prestress are measured
葵花型索弯顶结构的模型试验表明，张拉最外圈斜索的施工成形方法是切实可行，而且是行之有效的。 - By analyzing a monofilament cable , it is presented the conclusions that the influencing factors of the load - carrying properties of flexible supporting s stem include the initial prestress the diameter of tension rod or cable , the rise ratio and the height of the structure etc
通过对单根拉索结构的力学分析，提出影响这种结构刚度和承载性能的因素主要包括：初始施加预应力的大小、拉杆（索）的直径、结构的腹高比以及结构的高度等。 - It's difficult to find initial prestress in a sentence. 用initial prestress造句挺难的
- It shows that the method suggested in the paper is simple , applicable for engineering and has good precision . on the bases of the formulas deduced , and combining with relative test datas , it studies in the paper several factors influencing the bearing performance of the simple beams , such as shape of the external tendons , the equal moment segment length , span - to - depth ratio of the beam , valid initial prestress of the external tendons , area of the internal tension reinforcement , strength of the concrete , vertical distance between
在公式推导的基础上,结合相关试验资料,研究了体外筋的形状、等弯矩区长度、梁跨高比、有效张拉预应力、体内受拉筋配筋率、混凝土强度、锚固点到梁上边缘在垂直方向上的距离、体外预应力筋水平段长度(双折线型体外筋的情况)以及荷载类型等对体外预应力混凝土简支梁受力性能的影响。 - And the procedure of solving initial prestress by equilibrium matrix theory and simplified method are elucidated . the self - stress mode of sunflower - patterned cable dome must be positive , and the mechanisms mode equals to zero . it seems like statically indeterminate structures and is geometrical stable structure
明确了葵花型索穹顶结构形态分析的具体内容；阐述了用平衡矩阵理论和简化算法求解索穹顶结构初始预应力的过程，指出葵花型索穹顶结构的自应力模态s 0且机构位移模态m = 0 ，相当于结构力学中的超静定结构，同时它也是几何稳定的结构；提出了考虑结构自重时葵花型索穹顶结构初始预应力的求解方法，这种方法求得的初始预应力更加准确。 - The solution of initial prestress considering dead load is presented , which is more accurate . the calculation model of sunflower - patterned cable dome is built up . the static behavior of sunflower - patterned cable dome and sunflower - patterned cantilever roof is analyzed by ansys program and its results show that thesis two structures have good stiffness and load capability
建立了葵花型索穹顶结构的计算模型；运用ansys有限元软件对葵花型索穹顶结构和葵花型张拉挑蓬结构作了静力性能分析，结果显示这两种结构具有良好的刚度和承载能力。